Reinforcement loads in geosynthetic walls and the case for a new working stress design method

• Published in: Geotextiles and geomembranes 2005-08, Vol.23 (4), p.287-322
• Main Authors: Bathurst, Richard J., Allen, Tony M., Walters, Dave L.
• Format: Article
• Language: English
• Subjects: Geosynthetics; K-Stiffness Method; Reinforcement; Retaining walls; Simplified Method
• ISSN: 0266-1144; 1879-3584
• DOI: 10.1016/j.geotexmem.2005.01.002

The paper provides a synthesis of work by the writers that has the objective of developing a new working stress method for the calculation of reinforcement loads in geosynthetic reinforced soil walls. As a precursor to this objective, careful back-analyses of a database of instrumented and monitored full-scale field and laboratory walls are used to demonstrate that the current American Association of State Highway and Transportation Officials (AASHTO) Simplified Method used in North America results in excessively conservative estimates of the volume of reinforcement required to generate satisfactory long-term wall performance. The new design method captures the essential contributions of the different wall components and properties to reinforcement loads. The method is calibrated against measured in situ wall reinforcement loads using a careful interpretation of reinforcement strains and the conversion of strain to load using a suitably selected reinforcement stiffness value. A novel feature of the method is to design the wall reinforcement so that the soil within the wall backfill is prevented from reaching a failure limit state, consistent with the notion of working stress conditions.